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PEBBLE RD over DUCK CRK

Map

Coordinates:
+36.02806, -115.14833
36°01'41" N, 115°08'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:PEBBLE RD over DUCK CRK
Structure number:B2082
Location:SOUTHEAST OF LAS VEGAS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:35.8 ft. [10.9 m]
Total length:71.5 ft. [21.8 m]
Roadway width between curbs:79.7 ft. [24.3 m]
Deck width edge-to-edge:96.5 ft. [29.4 m]
Owner:County Highway Agency [02]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,750 [as of 2012]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:78.2 tons [71.1 metric tons]
Inventory rating:46.6 tons [42.4 metric tons]
Sufficiency rating:97.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201597.7FairSatisfactorySatisfactoryGood-2750
October 201397.7FairSatisfactorySatisfactoryGood-2750
October 201197.6FairSatisfactorySatisfactoryGood-2750
October 200997.6FairSatisfactorySatisfactoryGood-2750
October 200797.6FairSatisfactorySatisfactoryGood-2750
January 200697.7GoodGoodGoodGood-2500
February 200496.7GoodGoodGoodGood-2500
January 200296.6GoodGoodGoodVery Good-2500
November 199996.6GoodVery GoodVery GoodVery Good-2500
January 199996.6GoodVery GoodVery GoodVery Good-2500